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HomeMy WebLinkAbout22413-z FORM NO. 4 TOWN OF SOUTHOLD ' BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23604 Date APRIL 21, 1995 THIS CERTIFIES that the building ACCESSORY 650 PRIVATE ROAD #16 & Location of Property 580 CLEARVIEW ROAD SOUTHOLD NY House No. Street Hamlet County Tax Map No. 1000 Section 90 Block 4 Lot 11.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 12, 1994 pursuant to which Building Permit No. 22413-Z dated OCTOBER 26, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is AN ACCESSORY BUILDING FOR A SINGLE FAMILY DWELLING AS APPLIED FOR AND TO THE CONDITIONS OF THE ZBA APPEAL #4253. The certificate is issued to JOHN & NANCY WISSEMANN (owner's) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL INSPECTION SERV. 6993 FEBRUARY 20, 1995 PLUMBERS CERTIFICATION DATED N/A ilding Inspector Rev. 1/81 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AAUUTTHORIZED)/ C~ N2 22413 Z Date Joe/ tom 19.1. . Permission Is hereby granted to:: Al.. to......... dew. ` ' .ss or car a0~ r a"r . 4..... '`r?~.5 r 74 ~v y ' r~ p f Y ......,y'10 . , . ..............4. . -,z.m..... Lc~.... at premises located at...........J~ Clew County Tax Map No. 1000 Section Block Lot No. pursuant to application dated ..1 ye - 19. and approved by the I Bullding Inspector. Fee S..Q, X15.,.. Building Inspe or Rev. 6/30/80 Form No. 6 ~~Gs TOWN OF SOUTHOLD BUILDING DEP611TMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fromfplumber certifying that the solder used in system contains less than 2/10 of 17 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,~a certificate of Code Compliance from architect or engineer ' responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect.signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date ..1,..~ New Construction.....{. Location Ol/d~Or Pre-existing Building. of Property.... JSI~..I .I House No. Street k~ l Hamlet Onwer or Owners of Property...... V v x4l U) n ~ • • • . • County Tax Map No 1000, Section 7.0...... Block Subdivision ....................................Filed M:ip............ Lot Permit No.. ~J.....Date Of Permit...! Q,.~,b/pl' l.T-Applicant. Ilealth Dept. Approval ..........................Underwriters Approval......................... Planning Board Approval Request for: Temporary Certificate........... Final Certicate........... Fee Submitted: $ „ OL-If TL I LADEMAHN ELEC INC FA9E 01 02/22/1995 17:08 516-734-7206 e ° JCAL (516) 286.6642 ELECTR375 D IUNSPE TIO AVENUEN VICE INC. EAST PATCHOGUE, NEW YORK 11772 6993 APPLICATION NO. ON FILE DATE: 2-20-95 ADDRESS: 580 Clearview Road VILLAGE: Southold TOWN: Southold ISSUED TO: John WI aSemalu~ INTRODUCED BY: LadMnn Electric Inc LIC. N0, 4141-E . c AREAS LISTED WERE INSPECTFD ON: 2-20-95 AND WERE FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE. LOCATION: ----BASE xx ST _2p~-2ND -3RD -ATTIC POOL DETACHED GARAGE xx SMOKE DETECTOR ~SC_ SERVICE DISCONNECT M PHA THIS CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. -z 7-AG0 S. SURDNWLT INSPECTORS MAY BE IDENTIFIED BY THEIR CREDENTIALS. PRESIDENT h~o~OgpFFO(~~OGy o ~ Town Hall, 53095 Main Road °y x Fax (516) 765-1823 P. O. Box 1179 W- • Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD April 13, 1995 Mr. John Wissemann Box 524 Southold, NY 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not on file. (Enclosed) xx No Underwriters Certificate on file. The check is not on file. $25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 22413-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. _U:I IIJni=. ~I ......~_„_,i_•_,,,_~-v ~R-~ ..wry! _ CONMENT° - y DATIOV c IDATIOII (2nd I rv o_jn t FRAME to LATIOII PER N. Y. II n y_•• STATE ENERGY CODE v .FINAL • ~ I a , a- ADDITIONAL COMMENTS: H O v '.,.+...•`...:rt~ah,•i.:.,~...:A. a++t l :.Si~"•r.r:.t ~1. r . . f - r1 . r:.:yd. i~ {ku f r 1 b t^!t y~rj, a° "m' ug2k t., S , r ! j v ? t h. m5 lrq '3+l'7 i~ n 4ta 1 y~ 1~ r~ st >.g " ` ] jU 1 _ i _ 14 !n, 7, t_ S L L, e - h tl 1 , I I i- I k- l i ty O C 0 F 7 ! It , e 11 y. { ( 1 7 - f 8 C7 ~ ~ SS~ }L F ~ L , ~ • ~ I 1 E O S 'o ~t t1~ _ r p $ € 1 q 0 f p 11 I r D N S I ~ r+ A -F j 71 q~ / F c 9 t~ { ( I >a 1 1 v' I I-'.- 7 f k " - 1 O MH a~. Lt- L l-, T - - J - +r„/ a I 111 IY Y L I I -1 I - _ 1 F _ 1 _ 1 1 J - m V 74, U cJ j---"-- - ' ~0 i - 1 - 1 1 I ~ i ! i ? 1 y mo tl_ - E J_ 17 77 _i 1` i IE -E z a $ , i r _-y I. _ I -i 7 . i , rp $ 34 o 80 $ i s e 1 l I* i~ x t 76 ` ~'ya i' ~a x 1W. T _L 44- 1 ~zV7 y n! n°u r ~Al lL t r .77 L 8{7t 1 1~ 1 1_ eW 1 , Y73`it~ r al its ^ , t r l ,r E 0 i t s" i f l r, -rya L z'1^ ~,r9i~ t 'T'S+,PA Ir s: t` l fis " t a }X t\v + ! ° t 4 1 P ! 'fie 'h'°~k'~ae v ai }'7 K fi.J °0~2.~ a j^'' ~ S ! °`as'•j .~c ~ '€r ra ~M. I' 1 t at ~'ty~ 7 V , t ! ' ; - - w 05 auk sBuiplln8 uouoyy Z66t o.Q ffi. of U 00 I CUSTOMER COPY ~CJ fat ~A~ ~~gpFFOLK~O APPEALS BOARD MEMBERS Southold Town Hall Gerard P. Goehringer, Chairman y T 53095 Main Road Serge Doyen, Jr. P.O. Box 1179 71 James A. Villa - Southold, Fax (516) 765-1823 Robert Richard C. Wilton Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD July 25, 1994 Mr. and Mrs. John Wissemann ~oly)9~~/ t~s 580 Clearview Road o c© P.O. Box 524 ~SO°! Southold, NY 11971 9p~0 Re: Appl. No. 4253 - Variance for Accessory Building Dear Mr. and Mrs. Wissemann: Please find enclosed a copy of the findings and determination rendered by the Board of Appeals concerning your recent application to locate a 24 ft. by 24 ft. accessory building in the front yard area. Before commencing alteration activities for this project, please return to the Building Department for submission of other documentation which may be needed for the issuance of a building permit. Also, since this project is located within 500 of a waterway, copies of this file have been forwarded to the Suffolk County Department of Planning in accordance with the referral requirements provided the Suffolk County Administrative Code. We will furnish you with a copy of their comments, when received, for your update. Very truly yours, Linda Kowalski, Clerk Board of Appeals Enclosures Copies of Decision to., Building Department Suffolk County Department of Planning Mr. Bill Kelly (Contractor) ~~s~FFOL,~co APPEALS BOARD MEMBERS ~O G,y Gerard P. Goehringer, Chairman C3 Southold Town Hail r/a 53095 Main Road Serge Doyen, Jr, w James Dinizio, Jr. P.O, Box 1179 Robert A. Villa Southold, New York 11971 Richard C. Wilton 1 Fax (516) 765-1823 Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appl. No. 4253: Application of JOHN AND NANCY WISSEMANN Variance based upon the June 16, 1994 Notice of Disapproval from the Building Inspector for permission to construct accessory garage building with an insufficient front yard setback at 580 Clearview Road, Lot No. 49 and part of 47 on the Development Map of Cedar Beach, Southold, NY; County Tax Map Parcel No. 1000-90-4- Lot 11.1. The subject premises is a waterfront parcel containing a total lot area of approximately 45,000 sq. ft. (including low land subject to flooding) and is defined as a corner lot fronting along Clear View Road and a private right-of-way to the north. WHEREAS, after due notice, a public hearing was held on July 14, 1994, and at said hearing all persons who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. This is an appeal of 1 Building Inspector in which a hec applicant pp has applied for th a j building permit for a detached accessory storage building located in a front yard area. 2. The premises in question is located in the R-40 Low-Density Residential Zone District and contains a total area of 45,000+- sq. ft. This lot area is a merger of the old lots on the Map of Cedar Park, referred to as Lot 49 and part of Lot 47 J (as combined). 3. The applicants' survey map of April 13, 1994, prepared by Roderick VauTuyl, P.C. shows an esisting one story, single-family dwelling structure set back 37 feet from the northerly front i' property line along the private right-of-way, and set back 91+- feet from the northwesterly front property line along Clear View Page 2 - Appeal No. 4253 Application of JOHN AND NANCY WISSEMANN Decision Rendered July 14, 1394 Road. The subject premises is a waterfront parcel having frontage along Sandpiper Basin for which there is a setback distance between the ordinary highwater mark and the rear deck of 36 feet, at its closest point. 4. Proposed by this application is a 24 ft. by 24 ft. accessory garage in a front yard area which use will be for storage purposes incidental and accessory to the applicants-owners residence. 5. The rear yard for this particular parcel layout is that area closest to the highwater mark. This parcel is a corner lot with two front yard areas. (Corner lots are permitted to establish a rear yard in one of the remaining two side yards). The Board Members agree that the difficulties in locating an accessory storage building are uniquely related to the land for the reason that the rear yard is not feasible due to the nature of the low elevations and land subject to flooding, and the highwater mark. 6.. Also noted is the fact that this building is proposed for accessory use incidental to the residence nature of the property for storage of the owners' miscellaneous items, lawn equipment and the like. The applicant is aware that this building may not be used, enlarged, or in the future converted for gainful purposes (such as living area, rental for non-owner storage, etc.), and/or not used as a separate principal use. 7. The proposed building will be in conformance with the height requirements (one-story and less than 18 feet in height). 8. It is the position of the Board in considering this application that: (a) the circumstances are uniquely related to the property and there is no method feasible for appellant to pursue other than a variance - particularly since the property does technically have two "front yards" - to the north of the existing residence, and the remaining yard areas are not large enough and are not feasible, as noted above; (b) the relief is not substantial in relation to the requirements and will be at a distance of 19 feet from the front property line, to the north, at its closest point; (c) the variance requested does not involve an increase of dwelling unit or use density; I Page 3 - Appeal No. 4253 Application of JOHN AND NANCY WISSEMANN Decision Rendered July 14, 1994 (d) the relief requested will not cause a substantial effect on available governmental facilities since the structure is for storage purposes incidental to the residence, (e) the relief requested is not unreasonable due to the uniqueness of~the property and the immediate area; (f) the variance will not in turn be adverse to the safety, health, welfare, comfort, convenience, or order of the town, or be adverse to neighboring properties; Accordingly, on motion by Chairman Goehringer, seconded by Member Wilton, it was RESOLVED, to DENY the location requested for the requested accessory building with a setback at 12 feet from the property line, and BE IT FURTHER RESOLVED, to GRANT ALTERNATIVE RELIEF, approving the location of the requested accessory building at 19 feet from the front property line, at its closest point to the north of the residence, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The building remain at one-story height, as proposed in this request; 2. The building may be adjusted in size to 22' x 24' to gain the extra two feet tiff-are necessary to meet the 19 ft. setback distance from the front property line; 3. The building shall be rotated, on an angle parallel with the right-of-way property line to gain the distance needed to meet the 19 ft. minimum front yard setback -near the existing concrete wall; 4. The exterior siding of the accessory building shall be aesthetically pleasing and conforming to the natural surroundings of the area; 5. There shall be no utilities, as proposed in this request; 6. The accessory building shall be screened with lattice work and green ivy or similar perennial and plantings to camouflage building - adding new evergreens, and/or maintain existing evergreens, where needed to fill gaps, at least every three feet. All screening shall be continuously maintained at all times. 7. No lighting shall be permitted which would be adverse or Page 4 - Appeal No. 4253 Application of JOHN ANDNA146Y.,'WISSEMANN Decision Rendered July 14, 1994 glare onto neighboring properties. Vote of the Board: Ayes: Messrs. Dinizio, Villa, Wilton, Doyen, and Goehringer. This resolution was duly adopted. lk / GERARD P. G HRI GER j' CHAIRMAN RECEIVED AND FILED BY THE SOUTHOLD TOWN CLERK DATE HOUR a !~o A wr, town Clerk, Town of uoutl. ld FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date ...0 4~ 19 ~ To? off . .~c! PLEASE TAKE NOTICE that your application dated . , IZ9~ f orpermitto • Gam'" r Location of Property ~~rJ • • • _ ~ use No. ~4G`fCt'.... 7C6I' f County Tax Map No. 1000 Section • , Srreer Raamm/er ......Block - / Lot ! j. . Subdivision Filed Map No. . • , , , LotNo.................. is returned herewith and disapproved on the followin,e orounds '1~~ off /J o. ..tF f? ;,~/f ell . . Du' din , 5/Inspector RV 1/80 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date 19 To?.4t~. ff PLEASE TAKE NOTICE that your application dated /o eel for permit to Pyl. J at Location of Property House No. • ' ' ' • • • • • . ~ Street am/e'" County Tax Map No. 1000 Section ....V~ , • • • Block Lot Subdivision Filed Map No. Lot No. , • • is returned herewith and disapproved on the fcllowin n c on grounds QCp~ ` . t . . A (7c+mn Bu' dspector RV 1/8o M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ I ROUGH PLBG. [ ] FOUNDATION 2ND [ I INSULATION FRAMING NAL REMARKS: o Z2 c DATE INSPECTOR - 711 M-1802 BUILDING DEPT. INS ECTiON Z[F DATION 1ST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: DATE , INSPECTOR , BOARD OF HEALTH y/ HC 6P &v h/J FORM N0.1 J SETS OP/ LAMS TOWN OF SOUTHOLD SURVEY _ _ . C'US~~//l/Cy~ h/<///{/_ BUILDING DEPARTMENT CHECK A . . TOWN HALL SEPTIC FORM . . SOUTHOLD, N.Y. 11971 ?Syf?~~ TEL.: 765-1802 t:DTIFY; ) Examined 504111k ~ , 19 CALL -q MAIL TO A....., 19~~ermit No. cv. 5117 _ . Disapproved a/c Z4 _ f5 li U (Building Inspectof} 12 A P (CATION FOR BUILDING PERMIT OCT in, rt ID Date. lO........, 14ff~ N OF DEPT. k_,a„~,70W OF SOUTHOLD INSTRUCTIONS tJ a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c., The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. , d. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in build/ir,3g pforq necessary inspections. xl'jq,~- /Ij.I~/.?.'tCPl+ar,~ 1%// (Signature of applicant, or name, if a corporation) lax ~z Sor~ra~v /#f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Dr~N Name of owner of premises S5EM~. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No. 1,V6 S- ' Ua /I 6,-GL~~ . Plumber's License No. N~ Electrician's License No. Other Trade's License No. N/. Iti~ 1. Location of land on which proposed work will be done. SUUTftdGC~ House Number Street Hanilet County Tax hlap No. 1000 Section Block ~~l Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~..,4ff11 i1,AAG , %UD/US . • . b. Intended use and occupancy YI'AGam .V11", 3. Nature of work (check which applicable): New Building Addition Alteration . Repair Removal , ' • Demolition Other Work 4. Estimated Cost xg Sy (Description) Fee S. If dwelling, number of dwell (to be paid on filing this application) B units Number of dwelling units on each floor , . , , • If garage, number of cars . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . 7. Dimensions of existing structu res, if any: Front .Rear ' . Depth' Height ••••••••••••...Number ofStories Dimensions of same structure with alterations or additions: Front • • • • . Rear.................. Depth Height..... NumbV of Stories............,..... 8. Dimensions of nd new construction: Front L > z ' ' ' ' Heiglit >'i Rear Depth . Number of tones , pTi 9. Size of lot: Front 40rrr, 38'8 'iAov~sx (Swa nJRear . dlPOPor Depth A ; 90?Qqt , 10. Date of Purchase / S6 . Name of Former Owner 11. Zone or use district in which p~emises are situated . , zPfS•• , , , , , • . . , ' ' ' ' ' • ' ' • • • tl. 2. Does proposed constructioq violate any zoning law, ordinance or regulation: . 13. 14. Name of Owner a premises . Vill lot be regraded y y Address K, i? Ja~Tt/dz0 Phone No. _t Z~6 Name of Architect • , , ?~SSEu Will excess fill be removed from premises: Yes No Address . . Phone No. . Name of Contractor ...H, 0- gU/~pi ids * * * Address . Phone No. . 15. Is this property within 300 feet of a tidal wetland? does Yes. ired. No....,,,,, *If yes, Southold Town Trustees Permit may be requ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set-back dimension] from property lines. Give street and block', number or description according to deed, and show street names and indicate whether interior or corner lot. I ~ II _ . I I III • I • STATE OF NEW YORK, SI S COUNT OF . . . . . . / 0~t1 V /L • • • • , being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. He is the (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly !'authorized to perform or have performed the-said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the ,vork will be performed in the manner $et forth in the application filed therewith. ;worn to before me this . . day of. : . . . . . . . . 19 9 y Votary Public, , i -.County ~ t JOYCE M. 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I 1 JOB ND. 128-0354 I6 MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. r l It FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND V READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE) A 1/2" GALVANIZED STEEL ROD 15 PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE MIX 15 POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT B" INTERVALS. n SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"xB" S2S AND CENTER z cn MATCHED. PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER z ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Q 0 C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. w L _ cn o - FRAMING LUMBER - SIDE NAILERS ARE 2"x 4" S4S SPF NO. 2 OR BETTER SPACED APPROXIMATELY 30" O.C. / _En WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR C o ~ BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 1B OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS z D kf REQUIRED AND KILN DRIED LUMBER AS SPECIFIED IN-PLANT QUALITY CONTROL INSPECTION 15 CONDUCTED z m E UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH ~X Gz- CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. /I- l 0,0 BRACING - 0 035" x 1 1/4" HIGH TENSILE STEEL CONSTRUCTION X-BRACING IN ALL UNOBSTRUCTED CORNERS. d 0 X SIDING PANELS (KYNAR) - 0 019" MIN., C90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000' SHEET INDEX = SHEET DESCRIPTION O FINISH. PAINT IS NOM. 1 MIL THICK ON EXTERIOR. (KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM `~pF SHEET 1 OF 3 SPECIFICATIONS & SHEET INDEX NORTH AMERICA, HYLAR 5000 IS A REGISTERED TRADEMARK OF AUSIMONT, USA). s~ 1 OF ` 2 OF 3 COLUMN PLAN & ELEVATIONS u ROOFING PANELS (PLASTISOU - 0019" MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON pOs F 2 OF _ 3 OF 3 OF 3 SECTIONS & TRUSS DRAWING o-- PLASTISOL COAT WITH A MINIMUM PAINT THICKNESS OF 4 MILS q~X° ih• (7~Ap ®nr s TRIM - DIE-FORMED TRIM OF 0.019" MIN., AZ55 GALVALUME STEEL OR G90 GALVANIZED STEEL ON GABLES, hr"~ Y 5 TYPICAL TYPICAL LUMBER SPECIFICATIONS - 1991 NDS 16 tlo'spL„y'~,h, E'd dlVs' SIZE ALUE Fb ® P SIZE =0 RIDGES, CORNERS, BASE, WINDOWS AND DOORS WITH THE SAME PAINT FINISH AND STEEL AS ROOFING AND lL+ O„G y, .~fy„ - aC:,fP Q 2„x4„ SIDING PANELS ~ °d 2"x4" 2"x4" PSI $ j 2"x4" PSI e GUTTERS - 5" BOX TYPE GUTTERS, COLOR TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2"x6 2"x6" PSI 2"x6" x6" PSI "x8 " 2 PSI 2"x10" PSI ADDITIONAL NOTES DO NOT PROCEED 2"x8- 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART UNTIL 2nd SURVEY OF 2"x1 O FOUNDATION LOCATION 2"x12" 2"x12" N01 SYP 1250 PSI OF THESE DRAWINGS. HAS BEEN APPROVED ALL ALL 1950f MSR SYP 1950 PSI 1 2"x16" LAMINATED VENEER LUMBER 2800 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 1 1 2"x16" 1 2'x1GLU-LAM 1650 PSI DRAWN BY: 889 MAH BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ?~/,v~j CS ? 3 1 2"x15" x` ? !1 5 1 4"x16 1 2 1 44x16 1 2" GLU-LAM 2400 PSI DATE: 07 27 94 " ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. ~C7 5 1 4"x19 1 2" 1 4"x191 2" GLU-LAM 2400 PSI CHECKED BY: TE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES .~~ASNOTED NOTE: HIGHER APPROV p REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. 6ATF~.. Z B.P. iF '13 FEE .f~. - REVISED DATE: 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTIFY B[SILDING 0 AT REVISED DATE: 765-1802 9 AM TO FOR THE JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. FDLI_OL:VIISfG INSPECTIONS: 1 FOUrdDATIOPI Tw10 RFOUIREO REVISED DATE: Fcu. pt„ L. ~-nm;.eETf'. 2 ~.L=a,FURr~ VDpOGrI\ v o.I I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR BUILDING DESIGN CRITERIA TH15R66 THIS BUILDING WAS PREPARED BY ME OR UNDER MY USE GROUP C4.2 DIRECT DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER. CONSTRUCTION TYPE 5B PROFESS LIVE ROOF LOAD DESIGN 20 P.S.F. WIND LOAD 70 M.P.H. RONALD L. SUTTON, P.E. JERRY M CHRISTENSEN. P.E. FLOOR AREA 576 SO FT. DATE. REG. SCALE: SHEET NO. 1 OF 3 I OFFICE: CUTCHOGUE. NY. JOB N0. 128-0354 VENT-A-RIDGE 12 5" O G GUTTERS Tp16 GABLE TRIM • T#21 CORNER TRIM 2NER TRIM r l T#64 BASE TRIM 77 NORTH ELEVATION WEST ELEVATION z cn z Q _ w cn - cn ° ~ o VENT-A-RIDGE 12 v 5" O.G. GUTTERS 3~ T//16 GABLE TRIM z ~ Q ~ z ® T#21 CORNER TRIM RNER TRIM z T#64 BASE TRIM o 7F D SOUTH ELEVATION EAST ELEVATION ry. 6 o 8 t ~r;11 N - - - ~ 1'-0" OVERHANG (SIDES VENTED) S! T N Fr A DRAWN BY: 889 MAH DATE: 07 27 94 T COLUMN PLAN LEGEND CHECKED BY: j B o 3 - o- 3-2°x6" LAM. COLUMN LOCATION f (2) 8'x8' INSUL. OVERHEAD DOORS DATE: Q - (2) PELLA PCD2941 DOUBLE HUNG WINDOWS REVISED DATE: f o .o (R.0 = 2'-5"x3•-5.,) REVISED DATE: lkr T (1) 9-LITE ALUM. WALKDOOR REVISED DATE: L - (2) 3065 SKYLITES REVISED DATE: I \ ~ A ' F Fk[` 3 o 0 i i o m Tl- 0 0 i i [V N Y-41/2" 14'-101/2' 22'-41/2' 23'-9' T-41/2•' T 6" 74" 1'-41/2" 23'-9" SCALE: 1/8" = 11-0" SHEET NO. COLUMN PLAN 20F 3 OFFICE. CUTCHOGUE NY PLASTISOL HIf RIB STEEL JOB NO. 28-0354 S ®24" O.C. 2'"x4FILLER 2"x6° BEV FASCIA 5" 0 G. GUTTERS 2"x6" BEV F F P 5" 0 G. GUT T#144 & 145 FASC & 145 FASCIA TRALUMINUM 24" S C. TRUSS ALUM 2°x8" HEADER HI-RIB, (RED FOR HEADROOM) 2"x6" OVERF HI-RIB/SOF (2) 1/2"x5 1/2" M. BOLTS 2"x6" OVERHANG ( 4) 20d R.S. NAILS 2"x6" NAILER 2"x10" HEADER 2"x6" BLOCK (RED. FOR HEADROOM) T# 124 HI-RIB STEEL (KYNAR) T# 129 O.H.D. 2"x2" BLOCK ALUMASEAL 3-2"x6" LAMINATED COLUMN p T# 151 T# 152 T# 154 (3) ROWS 2°x4° NAILERS Z Q 2"x3" JAMB (BEYOND) (3) 2"x6" JAMB COLUMN (BEYOND) 0'-GRADE TO LL z GRAI 2"x6" BLOCK (BEYOND) 0 u~ o - F o 0 PROTECTIVE LINER • OHD HEADER DETAIL B-B Ll SCALE: 1" T#64 BASE TRIM z D Q (1) ROW 2"x8" SPLASHBOARD m z 4" REIN CONCRETE FLOOR 0.j NOTE: z CORNER AND ENDWALL COLUMNS WILL = TRUSS SPACING 7'-6" O C HAVE 15" DIA. HOLES W/4" THICK READI- O MIX PADS OR (1)50# BAG OF SACKRETE. LIVE LOAD 20 PSF PLACE (1)50# BAG OF SACKRETE AROUND ® r DEAD LOAD 4 PSF 4"-D^ COLUMNS WHEN SETTING 3 CEILING LOAD PSF TOTAL LOAD 24 PSF 46M BASE ANCHORS 4" THICK READI-MIX PAD OR (1)50# BAG OF SACKRETE. PLACE 3.6" 11x13 PL. (1)50# BAG OF SACKERETE AROUND COLUMNS WHEN SETTING. u 15"0 2 x8 T.C. 12 6x10 PL. 3 SIDEWALL SECTION A-A WEB #1 16;<8 PL 18 GA 4'3-1/8' +6•, 3x5 PL. 13x8 PL. 18 GA. 70 M P.H. WIND LOAD SCALE 1/2" 16x9 PL. WEB #2 WEB #3 18 GA. 9x11 PL. WEB #4 S.B. H.B. • 6x10 PL 5-1/2" DRAWN BY: 889 MAH DATE: 07 27 94 CAMBER AT CENTERLINE 1/2° 2'10-5/16" 6'S-9/16- CHECKED BY: DATE: 1110-1/2" REVISED DATE: REVISED DATE: 24' H S.C. TRUSS _ REVISED DATE: TRUSS DESIGN SPECIFICATION: REVISED DATE: russ nos been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and specifications of recognized engineering principles. Output data will be provided upon request. LUMBER SPECIFICATION (1991 NDS for Wood Construction): Lower Chord 1950f - 1.5E MSR Southern Pine Top Chord No. 1 K D - 19 Southern Pine Web Members No. 1 K.D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No 2929): ASTM A-446, Grade A 20 Go. and 18 Go. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the plate. RAFTER LENGTH 12'2-7/8" i Webs are 2x4'z except where noted SCALE: AS NDTED SHEET N0. L3 DE 3